Spreader for sediment capping system and method

ABSTRACT

A sediment capping system is adapted to create, and distribute, a homogenized mixture of capping material. Where distributing the capping material, the system is configured to militate against the capping material forming clumps of a size and weight that would disturb the sediment on a bottom of a body of water. This in turn militates against the sediment being disturbed, and a disturbing of pollutants and toxins into the water surrounding the sediment. The sediment capping system militates against the clumping of capping material through a vibrating spreader and baffle system, producing a sediment cap with a more consistent depth that will minimally disturb the sediment on the floor of the body of water where the sediment cap is being deposited.

CROSS-REFERENCE TO RELATED APPLICATIONS

This application is a continuation of U.S. patent application Ser. No.17/087,857, filed on Nov. 3, 2020, now U.S. Pat. No. 11,332,907, issuedon May 17, 2022, which is a continuation of U.S. patent application Ser.No. 16/825,177, filed on Mar. 20, 2020, now U.S. Pat. No. 10,900,192,issued on Jan. 26, 2021, which in turn claims the benefit of U.S.Provisional Application No. 62/821,619, filed on Mar. 21, 2019. Theentire disclosures of the above applications are incorporated byreference.

FIELD

The present disclosure relates generally to a spreader and, moreparticularly, to a spreader system and method for creating a sedimentcap.

BACKGROUND

Subaquatic contaminated sediments often represent a source of harmfuland long-term of pollutants in the environment. A variety of approachessuch as dredging have been used for treatment of contaminated sediments.However, these known approaches can be expensive or may have limitedeffectiveness in remediation.

Due to an increased volume of contaminated sediment cleanup projects,both in the United States and abroad, sediment capping has become aconvenient strategy for remediation. Sediment capping serves to isolateotherwise contaminated sediment from organisms in the aquaticenvironment. Thus, capping of contaminated sediment is an efficientalternative that can be used alone or together with dredging operationsto provide an immediate beneficial impact on the environment.

Furthermore, capping contaminated sediments generally creates ananaerobic environment that permits for natural degradation processes.This provides an opportunity for natural destruction and detoxificationof harmful contaminants over time. Sediment capping has been used tocontain various harmful contaminants, including pesticides, metals,volatile organic compounds (VOCs), semi-volatile organic compounds(SVOCs), and polycyclic aromatic hydrocarbons (PAHs).

The capping of contaminated sediments is further designed to militateagainst an upward migration of residual contaminants, and to provide aclean subsurface bed of sediment that can be colonized by uncontaminatedorganisms. Capping alone may be used as a strategy to eliminate the needfor dredging or may be used in conjunction with dredging to coverdredged locations with a clean layer of material where target clean-upgoals cannot otherwise be achieved.

Known methods of capping contaminated sediments have often involvedmechanical equipment using buckets or direct slurry discharge into awater body. The mechanical bucket method typically requires dumpinglarge volumes of capping material into the water using a variety ofbuckets, including a clamshell bucket or dragline bucket. Afterreleasing a bucket load, the material falls through a water column oftenas a distinct mass, which usually comes to rest on top of thecontaminated material.

However, the mechanical bucket method poses many problems for capping,and especially in relatively shallow water. Where the mechanical bucketmethod is used to install thin layer caps, especially in shallowerwater, the results are often undesirable. The capping material travels arelatively short distance through the water, thus causing its weight andvelocity to displace the soft contaminated sediments. Displacement ofthe contaminated sediment is adverse to the purpose and goals ofsediment capping. Furthermore, bucket placement of capping materialleaves uneven mounds, which must then be raked in order to produce theproper thickness. This raking action often disturbs the underlyingsediments, thereby causing sediment mixing and re-suspension of both thecapping material and the contaminated sediments. In addition, bucketplacement requires deep vessel draft requirements and cannot be employedin relatively shallow operations.

An alternative known capping method involves an open water slurrydischarge. Due to the large volume of water needed to transport the sandor gravel material, this method also tends to displace the softunderlying material needing to be capped. Even with the open waterslurry discharge method, there are concerns about unevenness of theresulting cap deposits that may require further action to provide thesediment cap with an appropriate even thickness.

There is a continuing need for a sediment capping system and method witha spreader that delivers capping material at relatively high rates ofproduction, and with minimal disturbance of the subaquatic sediment.Desirably, the capping system and method also minimizes the need forfurther processes to rake or level the resulting cap after it has beendeposited.

SUMMARY

In concordance with the instant disclosure, a sediment capping systemand method with a spreader that delivers capping material at relativelyhigh rates of production, with minimal disturbance of the subaquaticsediment, and which also minimizes the need for further processes torake or level the resulting cap after it has been deposited, has beensurprisingly discovered.

In one embodiment, the spreader for sediment capping has a hopper. Thehopper has a hollow interior, a first opening, and a second opening. Thefirst opening is configured to receive capping material. A baffle systemis disposed either above the hopper, or within the hopper, or both aboveand within the hopper. The baffle system is configured to separate thecapping material into a plurality of capping material streams. Arotatable drum is disposed adjacent the second opening of the hopper.The rotatable drum is adapted to receive the capping material streamsand disperse the capping material of the capping material streams into abody of water to form a sediment cap on a subaquatic floor of the bodyof water.

In another embodiment, a sediment capping system has the spreader. Thesystem also includes a primary container configured to hold the cappingmaterial in bulk prior to transport to the spreader. The sedimentcapping system further has a delivery system adapted to transport thecapping material from the primary container to the spreader.

In a further embodiment, a method of forming a sediment cap includes afirst step of providing the spreader. Then, the method includes steps oftransporting the capping material to the spreader and depositing thecapping material through the first opening of the hopper of the spreaderto form the capping material streams. Finally, the method includes astep of rotating the rotatable drum of the spreader to distribute anddisperse the capping material of the capping material streams into thebody of water. The sediment cap is thereby formed on the subaquaticfloor of the body of water.

DRAWINGS

The above, as well as other advantages of the present disclosure, willbecome readily apparent to those skilled in the art from the followingdetailed description, particularly when considered in the light of thedrawings described hereafter.

FIG. 1 is a top perspective view of a spreader according to oneembodiment of the present disclosure;

FIG. 2 is a side elevational view of the spreader of FIG. 1 , andfurther showing a baffle system disposed above a hopper of the spreader;

FIG. 3 is a top plan view of the spreader shown in FIG. 1 ;

FIG. 4 is a front elevational view of the spreader shown in FIG. 1 ;

FIG. 5 is a cross sectional, side elevational view taken at section line5-5 in FIG. 4 , and showing the baffle system homogenizing a cappingmaterial and disposing the capping material across a rotatable drum;

FIG. 6 is a side elevational view of a sediment capping system accordingto a further embodiment of the present disclosure, showing the sedimentcapping system with the spreader dispensing the capping material into abody of water;

FIG. 7 is an enlarged, fragmentary, side elevational view of thesediment capping system taken at callout 7 in FIG. 6 , and furtherdepicting a fluid dispensing system; and

FIG. 8 is a flow chart illustrating a method of forming a sediment capaccording to yet another embodiment of the present disclosure.

DETAILED DESCRIPTION

The following description is merely exemplary in nature and is notintended to limit the present disclosure, application, or uses. Itshould be understood that throughout the drawings, correspondingreference numerals indicate like or corresponding parts and features.

With reference to FIGS. 1-7 , a spreader 100 according to variousembodiments of the present disclosure is shown. The spreader 100 may beconfigured to create and distribute a homogenized mixture of cappingmaterial 101 (shown in FIGS. 5-7 ) at a predetermined location on afloor of a body of water to form a sediment cap 102, for example, asshown in FIG. 6 . As non-limiting examples, the body of water may thefloor of a lake, a bay, or an ocean.

The spreader 100 is configured to militate against the clumping of thecapping material 101, as such clumping may undesirably disturb existingsediment on the floor of the body of water. Advantageously, the spreader100 may militate against the spread of pollutants and toxins that may bepresent in the existing sediment beneath the sediment camp 102.

In a non-limiting example, the capping material 101 may be dredged cleansediment, sand or fine gravel, and bio-remediators or chemical agents.In a further example, the capping materials 101 may include AQUABLOCK®composite particle technology, commercially available from AquaBlok,Ltd. in Swanton, Ohio, and which further limits the migration ofcontaminants into the water surrounding the sediment. One of ordinaryskill in the art may also use other suitable types of the cappingmaterials 101 for forming the sediment cap 102, as desired.

As shown in FIG. 1-5 , the spreader 100 may have a hopper 104. Thehopper 104 may have a front wall 106, a rear wall 108, a first sidewall110, and a second sidewall 112. The front wall 106, the rear wall 108,the first sidewall 110, and the second sidewall 112 together may definea hollow interior 114 of the hopper 104. The hollow interior 114 may beconfigured to receive the capping material 101, in operation. Althoughthe front wall 106, the rear wall 108, the first sidewall 110, and thesecond sidewall 112 are shown and described herein as forming the hopper104, it should be understood that any other numbers of walls, includinga single continuous wall, may also be employed and is considered to bewithin the scope of the present disclosure.

The hopper 104 may have a top portion 116 and a bottom portion 118. Thetop portion 116 of the hopper 104 may have a first opening 120. Thebottom portion 118 of the hopper 104 may have a second opening 122. Thefirst opening 120 of the hopper 104 may have an area which is largerthan an area of the second opening 122, for example, as shown in FIGS.2-3 . The first opening 120 may be adapted to receive the cappingmaterial 101, in operation, and the hopper 104 configured to funnel thecapping material 101 toward the second opening 122.

In certain embodiments, the first sidewall 110 of the hopper 104 may beoriented at an angle relative to the second sidewall 112, and the secondsidewall 112 may oriented at an angle relative to the first sidewall110. In other words, each of the first sidewall 110 and the secondsidewall 112 may taper from an area of the hopper 104 adjacent the firstopening 120 of the top portion 116 to the second opening 122 of thebottom portion 118. Advantageously, each of the first sidewall 110 andthe second sidewall 112 may thereby direct the capping material 101 fromthe first opening 120 towards the second opening 122 of the hopper 104.

Referring to FIGS. 1-2 and 4-5 , the spreader 100 may further include arotatable drum 124. The rotatable drum 124 may be substantiallycylindrical in shape, as a non-limiting example. The rotatable drum 124may be disposed adjacent to the second opening 122 of the hopper 104.The hopper 104 is configured to funnel the capping material 101 throughthe second opening 122 to the rotatable drum 124, in operation.Likewise, the rotatable drum 124 may be adapted to receive the cappingmaterial 101 from the second opening 122 of the hopper 104, inoperation.

The rotatable drum 124 may have a plurality of grooves 128 orindentations formed on an exterior surface 126 thereof. The grooves 128may be adapted to receive and disperse the capping material 101 into thebody of water. The grooves 128 may be formed by corresponding ribs orridges on the exterior surface 126 of the rotatable drum 124 or may beformed as depressions within the outer surface of the rotatable drum124, as desired.

In certain embodiments, for example, as shown in FIGS. 1 and 3 , thegrooves 128 may be substantially chevron shaped. In such case, thechevron shaped grooves may be adapted to facilitate a distribution ofthe capping material 101 toward a centerline of the drum 124 as the drum124 is rotated. In addition, the grooves 128 may also be arranged acrossa length of the rotatable drum 124. Other suitable shapes for thegrooves 128, as well dimension and depths of the grooves 128 andassociated ribs or ridges may also be selected by a skilled artisan, asdesired.

With reference to FIG. 2 , each of the front wall 106 and the rear wall108 may have a curved end 130 at the bottom portion 118 of the hopper104. Each of the curved ends 130 may have a curvature whichsubstantially corresponds with a curvature of the rotatable drum 124.Advantageously, the curved ends 130 may enable the rotatable drum 124 tobe closer to the second opening 122 of the hopper 104 compared to ahopper 104 without curved ends 130. It should be appreciated that therotatable drum 124 being closer to the hopper 104 militates against anunwanted spilling of capping material 101 to an area outside of thehopper 104. Other suitable dimensions and shapes for the hopper 104 andthe spreader 100 may also be chosen by one skilled in the art, asdesired.

The rotatable drum 124 may be attached to an actuator 132, such as amotor, as a non-limiting example. The actuator 132 may be configured torotate the rotatable drum 124 at varying speeds. For example, theactuator 132 may be hydraulic, pneumatic, mechanical, or electric. Theactuator 132 may be powered via an internal combustion engine, forexample. The actuator 132 may also be connected to a shaft of the drum124 by any suitable mechanical means, including chains, belts, linkages,and the like. The actuator 132 may be in communication with a controller(156, shown in FIG. 1 ) that permits the operator to select or changethe speed of rotation associated with the drum 124. It should beappreciated that different speeds of rotation may distribute a differentamount of capping material 101 over a predetermined period of time. Askilled artisan may select a suitable actuator 132 for the rotatabledrum 124, as desired.

With continued reference to FIGS. 1-5 , the spreader 100 may also have abaffle system 134. The baffle system 134 may be disposed above thehopper 104 or within the hollow interior 114 of the hopper 104, or both.Advantageously, the baffle system 134 militates against a clumping ofthe capping material 101 within the hopper 104 when the capping material101 contacts the baffle system 134 as the capping material 101 isdirected through the spreader 100.

In certain examples, the baffle system 134 may have a support structure136 that secures the baffle system 134 to the hopper 104. For example,the support structure 136 may be in the form of a support bar or beam152 that is disposed across a width of the first opening 114 of thehopper 104. The beam 152 may be connected to the baffle system 134 witha plurality of struts 153 of the support structure 136, which in turnsupport the baffles of the baffle system 134 above the beam 152. Thesupport structure 136 may be secured to the hopper 104 through aplurality of mechanical fasteners or welding. However, other suitableconnecting methods may be chosen by one skilled in the art.

Referring still to FIGS. 1-5 , the baffle system 134 may have a firstbaffle wall 138 and a second baffle wall 140. Each of the first bafflewall 138 and the second baffle wall 140 may be secured to the supportstructure 136. The first and second baffle walls 138, 140 may also beoriented at an angle, for example, as shown in FIGS. 4 and 5 , and asdescribed further herein. However, it should be appreciated that anysuitable number and orientations of the baffle walls 138, 140 may besecured to the support structure 136 within the scope of the presentdisclosure.

In a non-limiting example, and as shown in FIG. 3 , the first bafflewall 138 and the second baffle wall 140 may each be substantiallytrapezoidal in shape. The employed of the trapezoidal shape has beenfound to more evenly distribute the capping material 101 across a lengthof the drum 124. One of ordinary skill in the art may also select othersuitable shapes for the first baffle wall 138 and the second baffle wall140, as desired.

Furthermore, each of the first baffle wall 138 and the second bafflewall 140 may have a top end 142 and a bottom end 144. The top end 142 ofthe first baffle wall 138 and the second baffle wall 140 may be disposedabove the bottom end 144 of the first baffle wall 138 and the secondbaffle wall 140. Advantageously, as shown in FIGS. 4-5 , the top end 142of each of the baffle walls 138, 140 being above the bottom end 144 ofeach of the other baffle walls 138, 140 creates angled surfaces 146. Theangled surfaces 146 facilitate a movement of the capping material 101 toadjacent sides of the hopper 104. It should be appreciated that thisarrangement further provides for a wider and more consistentdistribution of capping material 101, in operation.

As shown in FIGS. 1 and 3-5 , the first baffle wall 138 may be disposedadjacent to, but spaced apart from, the second baffle wall 140. Morespecifically, the top end 142 of the first baffle wall 138 may be spacedapart from the top end 142 of the second baffle wall 140, therebyforming a gap 148 therebetween

In certain embodiments, for example as shown in FIG. 5 , the first andsecond baffle walls 138, 140 are adapted to create a plurality ofindependent streams 149, 150, 151, and most particularly at least threeindependent streams 149, 150, 151, of the capping material 101.

It should be appreciated that the three independent streams 149, 150,151 of capping material 101 allows the spreader 100 to form asubstantially even sediment cap 102, in operation. The three independentstreams 149, 150, 151 allow for a more even distribution of cappingmaterial 101 along the rotatable drum 124 as the capping material 101passes from each of the baffle walls 138, 140 to the rotatable drum 124.Further, the three independent streams 149, 150, 151 militate againstundesirable buildup of capping material 101 within the hopper 104, whichmilitates against the need for an operator to intervene with thespreader 100, in operation. Accordingly, and advantageously, the threeindependent streams 149, 150, 151 of material allow the spreader 100 tobe more efficient and substantially autonomous.

In a most particular embodiment, and as shown in FIG. 5 , the threeindependent streams 149, 150, 151 includes a first independent stream149, a second independent stream 150, and a third independent stream151. The first independent stream 149 may contact and slide from theangled surface 146 of the first baffle wall 138. The second independentstream 150 may contact and slide from the angled surface 146 of thesecond baffle wall 140. The third independent stream 151 may flowthrough the gap 148 formed between the first and second baffle walls138, 140. Advantageously, the orientations of the angled surface 146 andthe size of the gap 148 may be selected by the skilled artisan toprovide for a substantially evenly spaced apart distribution of thecapping material 101 on the outer surface 126 of the rotatable drum 124in operation.

In a further non-limiting embodiment as shown in FIGS. 3 and 5 , thesupport bar or beam 152 may be disposed in the hollow interior 114 ofthe hopper 104 and below each of the first baffle wall 138 and thesecond baffle wall 140. More particularly, each of the first baffle wall138 and the second baffle wall 140 may be disposed on the beam 152 suchthat each of the first baffle wall 138 and the second baffle wall 140extend upwardly from the support bar 152. As a non-limiting example, thebeam 152 may be triangular in cross section, which militates againstbuildup of the capping material 101 on the support bar 152. A skilledartisan may select other suitable shapes and placement for the supportbar 152, as desired.

As shown in FIGS. 1-5 , a plurality of vibrators 154 may be attached tothe spreader 100. As non-limiting examples, at least one vibrator 154may be disposed on at least one of the first side wall 110, the secondside wall 112, the first baffle wall 138, and the second baffle wall140. However, it should be appreciated that the vibrators 154 may besecured to other suitable portions of the hopper 104, and configured tofacilitate the movement of the capping material 101 through the hopper104, within the scope of the present disclosure.

For example, the vibrators 154 may be electric, air, hydraulic,pneumatic, or mechanical. The vibrators 154 will cause amoderate-to-high frequency shaking of an adjacent portion of thespreader 100 to which they are attached, in operation. A skilled artisanmay select other suitable types of mechanisms for the vibrators, asdesired.

Each of the plurality of vibrators 154 may further be in communicationwith a controller 156, for example, as shown in FIG. 1 . Although thecontroller 156 is shown in FIG. 1 on front wall 106, it should beappreciated that the controller 156 may be disposed at another locationon the spreader 100, or remote from the spreader 100, for example, at aninterface or pendant in electrical communication with the spreader, asdesired.

In certain embodiments, the controller may include a computer with aprocessor and a memory on which non-transitory processor-executableinstructions are tangibly embodied. The processor-executableinstructions may be selected by the skilled artisan so as to provide foreither a manual, a fully automatic, or semi-automatic formation of thesediment cap 102 according to the method of the present disclosure, asdescribed further herein.

In particular, the controller 156 may be provided either at the spreader100, or in either a wired or a wireless remote communication foroperation by the user, as desired. In the case of remote configuration,it should be appreciated that the controller 156 and the vibrators 154may be provided with suitable transceivers and human interfacingcontrols.

It should be appreciated that the controller 156 may allow for bothvariable impact frequency and variable impact force. The impactfrequency and the impact force may be selected by the operator, forexample, depending on the type of the capping material 101 to beapplied, as desired.

Further, it should also be appreciated that the vibrators 154 assist inthe release of any capping material 101 adhering to an inner surface ofthe hopper 104, for example, by breaking up clumps to facilitate an evendistribution of capping material 101 to the rotatable drum 124. Shouldthe vibrators 154 not be secured to the hopper 104, a risk occurs thatthe volume of capping material 101 deposited by the drum 124 mayotherwise vary, thereby producing a cap 102 that may lack a desireddepth or evenness to hold the contaminants therein.

With reference to FIGS. 6-7 , a sediment capping system 200 is shown.The sediment capping system 200 may include the spreader 100, a primarycontainer 202, and a delivery system 204. The primary container 202 maybe configured to hold the capping material 101 in bulk prior totransport to the spreader 100. The delivery system 204 may be configuredto transport the capping material 101 from the primary container 202 tothe spreader 100, in operation.

In particular embodiments, the delivery system 204 may be a conveyorsystem. For example, the conveyor system may be a belt conveyor disposedbetween the primary container 202 and the spreader 100. However, otherconveyors such as a wire mesh conveyor, plastic belt conveyor, bucketconveyor, screw conveyor, auger conveyor, or a drag conveyor, may bechosen by one skilled in the art, as desired.

The delivery system 204 may have a first end 206 and a second end 208.The first end 206 of the delivery system 204 may be disposed in oradjacent the primary container 202, while the second end 208 of thedelivery system 204 may be disposed above or adjacent the spreader 100.The delivery system 204 may be adapted to carry the capping material 101from the first end 206 of the delivery system 204 in the primarycontainer 202 to the second end 208 of the delivery system 204 disposedabove the spreader 100.

The sediment capping system 200 may further include a floating platform210. The floating platform 210 may be disposed on a primary vessel 212,for example. The floating platform 210 may be adapted to support thespreader 100, the primary container 202, and the delivery system 204 onthe body of water.

As further shown in FIGS. 6-7 , the spreader 100 may also be placed atan edge of the platform 210. The placement of the spreader 100 at theedge of the platform 210 may be employed to facilitate a spreading ofthe capping material 101 into the water. However, it should beappreciated that any other suitable location for the spreader 100 mayalso be employed.

In certain embodiments, the sediment capping system 200 may also includea secondary vessel 214. The secondary vessel 214 may include a secondarycontainer 216 for holding additional capping material 101. For example,the secondary container 216 may be larger than the primary container202, and may also be adapted to hold a larger quantity of cappingmaterial 101 than the primary container 202.

In a non-limiting example, the primary vessel 212 and the secondaryvessel 214 may each be barge, where the primary vessel 212 is linked tothe secondary vessel 214. The sediment capping system 200 may includeseveral individual barges linked together. Additionally, in a furtherexample, the primary vessel 212 may be moved by a winch 218. The winch218 may be secured to the shore or other stationary or sufficientlyanchored object. However, the primary vessel 212 may also be moved by asuitable engine or other means as may be chosen by a skilled artisan.

It should be appreciated that a directional motion of the primary vessel212 may determine the amount of capping material 101 that is distributedon the subaquatic floor. The faster the primary vessel 212 is movingrelative to the sediment, the less capping material 101 that will bedistributed per an area of the subaquatic floor below. Similarly, theslower the primary vessel 212 is moving relative to the sediment, thegreater the amount of capping material 101 that will be distributed peran area of the subaquatic floor below.

Additionally, and with continued reference to FIGS. 6-7 , the platform210 may also support an excavator 220. The excavator 220 is adapted totransfer the capping material 101 from the secondary container 216 tothe primary container 202. A skilled artisan may select other suitablemethods for transporting the capping material 101 from the secondarycontainer 216 to the primary container 202, as desired.

With continued reference to FIGS. 6-7 , the sediment capping system 200may include a fluid dispensing system 222 for delivery of water or anaqueous solution to the capping material 101. The fluid dispensing 222system may be configured to wet the capping material 101 in at least oneof the primary container 202 and in the delivery system 204 where thecapping material 101 is transported to the spreader 100. In certainembodiments, the fluid dispensing system 222 may include a plurality ofnozzles 224. The nozzles 224 may be disposed above at least one of theprimary container 202, the delivery system 204, and the spreader 100, asnon-limiting examples. Other suitable means for pre-wetting the cappingmaterial 101 may also be selected by a skilled artisan within the scopeof the present disclosure.

With reference to FIG. 8 , a method 300 of forming the sediment cap 102is shown. A first step 302 in the method 300 is providing the spreader100, as described hereinabove.

A second step 304 in the method 300 includes a transporting of thecapping material 101 to the spreader 100. More particularly, the cappingmaterial 101 may be disposed in the secondary container 216 of thesecondary vessel 214. The secondary vessel 214 may be pulled to theprimary vessel 212 via the winch 218, for example. When the secondaryvessel 214 is disposed adjacent to the primary vessel 212, the excavator220 may be used to transfer the capping material 101 to the primarycontainer 202 where the capping material 101 may then be wetted by thefluid dispensing system 222.

A third step 306 in the method 300 includes a depositing of the cappingmaterial 101 through the first opening 120 of the spreader 100. Thedelivery system 204 may remove the capping material 101 from the primarycontainer 202, and dispose the capping material 101 in the spreader 100via the first opening 120. The capping material 101 may then form theplurality of independent streams 149, 150, 151, for example, byoperation of the baffle system 134. The plurality of independent streams149, 150, 151 are then directed to through the second opening 122 to therotatable drum 124.

During the method 300, a fourth step 308 of the method may include anactivating of the plurality of vibrators 154, for example, via thecontroller 156. The capping material 101 may thereby be fractured orbroken up and homogenized by the shaking of the hopper 104 by thevibrators 154. The baffle system 134 and the hopper 104 may each vibratesynergistically to create an even distribution of materials across theouter surface 126 of the rotatable drum 124. It should be appreciatedthat this may produce the sediment cap 102 with a more consistent depthor evenness, and which will require no or minimal further levelingprocedures. Likewise, and due to no or minimal further levelingprocedures being necessary, the underlying sediment will be minimallydisturbed.

The fifth step 310 in the method may include a moving of the primaryvessel 212. As a non-limiting example, the primary vessel 212 may moveacross a predetermined route where the sediment cap 102 is desired to beplaced or formed. Accordingly, the sediment cap 102 may be formed over apredetermined area as the primary vessel 212 moves along thepredetermined route.

A sixth step 312 in the method 300 includes a rotating of the rotatabledrum 124 of the spreader 100 to distribute and disperse the cappingmaterial 101 of the capping material streams 149, 150, 151 into the bodyof water, and to form the sediment cap 102 on the subaquatic floor ofthe body of water. It should be understood that the method 300 may berepeated, as many times as necessary, until the sediment cap 102 isformed over the predetermined area to the desired depth.

It should be appreciated that the speed of the primary vessel 212 andthe rotational speed of the rotatable drum 124 may each be selected tofacilitate the formation of the desired depth of capping material 101 onthe underlying sediment of the subaquatic floor.

In a non-limiting example, the winch 218 and the actuator 132 of thedrum 124 may each be in communication with the controller 156. Thecontroller 156 may thereby be configured to move the primary vessel 212at a predetermined speed and is adapted to rotate the drum 124 at apredetermined rate to create the desired depth of capping material 101over the sediment below. The speed of the primary vessel 212 and therotating drum 124 may be monitored and adjusted, as necessary, by theoperator or the automatically by the controller 156 during the formationof the sediment cap 102.

Advantageously, the spreader 100 and the sediment capping system 200 ofthe present disclosure delivers the capping material 101 at relativelyhigh rates of production with minimal disturbance of the subaquaticsediment.

While certain representative embodiments and details have been shown forpurposes of illustrating the invention, it will be apparent to thoseskilled in the art that various changes may be made without departingfrom the scope of the disclosure, which is further described in thefollowing appended claims.

What is claimed is:
 1. A spreader for sediment capping, comprising: ahopper having a hollow interior, a first opening, and a second opening,the first opening configured to receive capping material; a bafflesystem disposed above the hopper and within the hopper and configured toseparate the capping material into a plurality of capping materialstreams; and a rotatable drum disposed beneath the hopper, the rotatabledrum adapted to receive the capping material streams and disperse thecapping material of the capping material streams into a body of water toform a sediment cap on a subaquatic floor of the body of water.
 2. Thespreader of claim 1, wherein the rotatable drum has a plurality ofgrooves that are adapted to receive the capping material streams.
 3. Thespreader of claim 2, wherein the grooves arranged across a length of therotatable drum.
 4. The spreader of claim 1, wherein the hopper has a topportion, a bottom portion, a front wall, a rear wall, a first side wall,and a second side wall.
 5. The spreader of claim 4, wherein the firstsidewall of the hopper is oriented at an angle relative to the secondsidewall, and the second sidewall is angled relative to the firstsidewall.
 6. The spreader of claim 5, wherein the first opening of thehopper has an area that is larger than an area of the second opening ofthe hopper.
 7. The spreader of claim 6, wherein the bottom portion ofeach of the front wall and rear wall has a curvature corresponding witha shape of the rotatable drum.
 8. The spreader of claim 5, furthercomprising at least one vibrator configured to facilitate a movement ofthe capping material through the hopper to the rotatable drum.
 9. Thespreader of claim 8, wherein the at least one vibrator is affixed to atleast one of the first sidewall, the second sidewall, and the bafflesystem.
 10. The spreader of claim 9, wherein the at least one vibratoris one of electric, air, hydraulic, pneumatic, and mechanical.
 11. Thespreader of claim 10, further comprising a controller in communicationwith the at least one vibrator and configured to provide both variableimpact frequency and variable impact force.
 12. The spreader of claim 1,wherein the baffle system includes a first baffle wall and a secondbaffle wall, each of the first baffle wall and the second baffle wallhaving a top end and a bottom end, and the top end being disposed abovethe bottom end to provide angled surfaces configured to form at least aportion of the capping material streams.
 13. The spreader of claim 12,wherein each of the first baffle wall and the second baffle wall aredisposed above the hopper.
 14. The spreader of claim 12, furthercomprising a support structure that secures each of the baffle wall andthe second baffle wall to the hopper.
 15. The spreader of claim 12,further comprising a support bar disposed beneath each of the firstbaffle wall and the second baffle wall, the support bar extending acrossthe hollow interior of the hopper, the support bar configured to furthercontact the capping material streams formed by the baffle system tomilitate against clumps in the capping material streams.
 16. A sedimentcapping system, comprising: a spreader for sediment capping, including ahopper, a baffle system, and a rotatable drum, the hopper having ahollow interior, a first opening, and a second opening, the firstopening configured to receive capping material, the baffle systemdisposed above and within the hopper and configured to separate thecapping material into a plurality of capping material streams, and therotatable drum disposed beneath the hopper, the rotatable drum adaptedto receive the capping material streams and disperse the cappingmaterial of the capping material streams into a body of water to form asediment cap on a subaquatic floor of the body of water; a primarycontainer configured to hold the capping material in bulk prior totransport to the spreader; and a delivery system adapted to transportthe capping material from the primary container to the spreader.
 17. Thesediment capping system of claim 16, further comprising a floatingplatform on which the primary container, the delivery system, and thespreader are disposed, the spreader disposed adjacent an end of thefloating platform.
 18. The sediment capping system of claim 16, furthercomprising a fluid dispensing system configured to wet the cappingmaterial in at least one of the primary container and in the deliverysystem as the capping material is transported to the spreader.
 19. Amethod of forming a sediment cap on a subaquatic floor of a body ofwater, the method comprising the steps of: providing a spreader forsediment capping, including a hopper, a baffle system, and a rotatabledrum, the hopper having a hollow interior, a first opening, and a secondopening, the first opening configured to receive capping material, thebaffle system disposed above and within the hopper and configured toseparate the capping material into a plurality of capping materialstreams, and the rotatable drum disposed beneath the hopper, therotatable drum adapted to receive the capping material streams anddisperse the capping material of the capping material streams into abody of water to form a sediment cap on a subaquatic floor of the bodyof water; transporting the capping material to the spreader; depositingthe capping material through the first opening of the hopper of thespreader to form the capping material streams; and rotating therotatable drum of the spreader to distribute and disperse the cappingmaterial of the capping material streams into the body of water to formthe sediment cap on the subaquatic floor of the body of water.